Results 41 to 50 of about 8,535 (215)
STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS [PDF]
, 2009 Placement of shallow foundation is not always placed on ground which has a flat contour, but in certain condition, the shallow foundation is placed next to the slope.
Wendy, Wendy, Andryan, Suhendra
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Numerical prediction of crack formation in historic masonry buildings
Magazine of Civil EngineeringThis article investigated mechanical behavior of the masonry of historic buildings. It was assumed that reliable cracking processes can be obtained by modeling masonry as a continuous medium and using the Jointed Masonry Model (JMM).
Iovlev Gregorii +2 more
doaj +1 more source
Aplikasi Geofoam Sebagai Material Timbunan di Atas Tanah Lunak
ComTech, 2011 Geofoam is a geosintetik material made of Expanded Polystyrene (EPS) and Xtruded Polystyrene (XPS), which has a low weight property which makes geofoam widely used as a lightweight fill material and has been applied in Europe, especially in Eastern ...
Irpan Hidayat, Andryan Suhendra
doaj +1 more source
The Behavior of the Al-Kadhim Minaret during Earthquakes: A Virtual Study
Journal of Engineering, 2023 The study focuses on the causes of minaret tilting as well as possible solutions. The major aims of this study are to improve knowledge of historical tall structure stability and rehabilitation operations using the finite element approach to model the ...
Mohamed Saad Hadi, Haider M. Mekkiyah
doaj +1 more source
A Surrogate Model for Stability Assessment of Two‐Layered Cohesive Slopes
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 10, Page 4142-4163, July 2026.ABSTRACT This paper introduces a novel surrogate model for rapid stability evaluation of two‐layered cohesive slopes under undrained conditions. The model eliminates the need for iterative calculations and slip surface searches, allowing for fast and accurate stability assessments without reliance on advanced numerical tools. The formulation is derived
Naloan Coutinho Sampa +1 more
wiley +1 more source
Jordskjelvberegning i henhold til Eurokode 8 og PLAXIS 2D [PDF]
, 2015 Denne oppgaven tar for seg bruk av numeriske analyser med elementprogrammet PLAXIS 2D som er brukt til jordskjelvberegninger for tre ulike modeller. Hensikten er å undersøke hvordan dette korresponderer med Eurokode 8, NS-EN 1998-1.
Chadha, Kunal
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The selection of soil models parameters in Plaxis 2D [PDF]
Magazine of Civil Engineering, 2014 Finite element method is often used to solve complex geotechnical problems. The application of FEM-based programs demands special attention to setting models parameters and simulating soil behavior. The paper considers the problem of the model selection to describe the behavior of soils when calculating soil settlement in the check task, referring to ...
openaire +2 more sources
Numerical Investigation of Bored Tunnelling Effects on Pile‐Supported Superstructures
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 7, Page 3155-3173, May 2026.ABSTRACT Tunnelling in urban environments can significantly affect existing buried structures such as pile foundations. However, the current understanding of how tunnelling‐induced ground movements influence the stability and serviceability of piles remains limited. This knowledge gap presents potential risks that must be addressed during tunnel design
Phatharaphong Yensri +3 more
wiley +1 more source
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 6, Page 2806-2822, 25 April 2026.ABSTRACT Design optimization for automatically generating optimal design results is a promising technique for enhancing the efficiency of design processes and outcomes. However, its development for soil nail reinforced slopes is limited since the traditional slope stability analysis using the limit equilibrium method (LEM) becomes relatively time ...
Weihang Ouyang, Kai Liu, Si‐Wei Liu
wiley +1 more source
DAYA DUKUNG FONDASI DANGKAL DI ATAS TANAH BERLAPIS DUA MENGGUNAKAN PROGRAM PLAXIS V8.6 [PDF]
, 2009 Analysis on soil carrying capacity on uniform soil condition by a conventional calculation is often done. But, the analysis on soil carrying capacity on the laminar soil by using 2 methods all at once is rarely done.
Shellmy, Shellmy, Andryan, Suhendra
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